A22__Solicitation_Fac_Maint___Shelbyville.pdf

W81C8X72929468

PROJECT: CONSTRUCTION FOR FACILITY MAINTENANCE AT LAKE SHELBYVILLE, SHELBYVILLE, IL.

Work consists of Clearing and Grubbing, Earthw ork, Site Grading, Stone Protection, Stone Aggregate. Site Improvements. Establishment of Turf, Bark Chip Replacement, Culverts, Sand and Rock Stockpile and Placement, Sew er and Water Line Maintenance, Road Boring. Potholes Replacement, Painting, Signage, Beach Restoration and Dock Repair and Placement.

The contract w ill be aw arded as an Indefinitie Delivery Quantity, Firm-Fixed-Price, Task Order Contract. For a Base Year and Four Option (4) Years.

This procurement is 100% Small Business Set-aside

Guarantee Minimum $8,000 for base year and $4,000 for each option year.

In Accordance w ith FAR 36.204, Disclosure of Magnitude of Construction Projects, the estimated price range is betw een $1,000,000.00 - 5,000,000.00

*See Section 00700, Contract Clauses for the period of performance and information concerning task order performance time.

X

VIRGINIA E BJORNSON 314 331-8054

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

04-Jan-2018

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________08 Feb 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9

PAGE OF PAGES

1 OF

CODE W912P9

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 9.104A

ST LOUIS MO 63103-2833

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

314 331-8746FAX:TEL: TEL: FAX: 314 331-8746

W912P918B0006 289

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 10 00 - Solicitation

BID SCHEDULE

BASE

YEAR

SUPPLIES OR SERVICES AND PRICES/COSTS

ITEM

NO.

DESCRIPTION QUANTITY UOM UNIT PRICE AMOUNT

CLEARING, GRUBBING

and DISPOSAL OF

DEBRIS

0001A Clearing, Grubbing and Disposal of Debris: Light

1500 SQ. YD.

0001B

Disposal of Debris: Heavy

AGGREGATE FURNISH,

DELIVER AND

PLACEMENT

0002A Bedding Material 3” Stone 1000 Ton

0002B Riprap RR 5 400 lb. Max. 1000 Ton

0002C Riprap RR 4 150 lb. Max. 1000 Ton

0002D Riprap RR 3 (Gabion) 50 lb.

Max.

1000 Ton

AGGREGATE, CLAY

FILL AND TOPSOIL

FURNISH, DELIVER AND

0003A CA - 6 3000 Ton

0003B CA – 16 1000 Ton

0003C CA – 7 1000 Ton

0003D Pea Gravel 1000 Ton

0003E Topsoil 1000 Ton

0003F Clay Fill Material 1000 Ton

0004 SITE IMPROVEMENTS

0004A Concrete Removal and Disposal

50 CU YD

0004B

Disposal Building Structures

0004C Asphalt Removal and

500 SQ FT

0004D Installation of Contractor Furnished Landscape Timbers, Treated Wood

750 LIN FT

0004E Removal and Disposal of Landscape Timbers

750 LIN. FT.

0004F Removal and Disposal of Coarse Aggregate

1000 SQ. FT.

ESTABLISHMENT OF

TURF

0005A Establishment of Turf 5 Acre

PLAYGROUND IMPACT

AREA

0006A Bark Chip Removal, and

4 Each

0006B Bark Chip Delivery and Placement

10 Each

TRENCHING AND

BACKFILLING

0007A Less than 25" in Depth 1000 LIN. FT.

0007B 25" - 48" in Depth 1000 LIN. FT.

0008 CULVERTS

0008A Culvert Removal: 12" diameter

60 LIN. FT.

0008B Culvert Removal: 18"

0008C Culvert Removal: 24"

0008D Culvert Removal: 30"

0008E Culvert Removal: 36"

0008F Culvert Installation: 12"

0008G Culvert Installation: 18"

0008H Culvert Installation: 24"

0008I Culvert Installation: 30"

0008J Culvert Installation: 36"

FINE AND COARSE

AGGREGATES,

FURNISH, DELIVER,

STOCKPILE .

0009A Sand (FA-2, Class A), Stockpiled

0009B Pea Gravel Stockpiled 1000 Ton

0009C CA – 1 Stockpiled 1000 Ton

0009D CA -6 Stockpiled 1000 Ton

0009E CA-16 Stockpiled 1000 Ton

0009F RR-4 RipRap Stockpiled 1000 Ton

SEWER AND WATER

0010A Water Valve Replacement: 1" Curb Stop Ball Valve

5 Each

0010B Water Valve Replacement: 1 1/2" Curb Stop Ball Valve

0010C Water Valve Replacement 2" Square Nut Ball Valve

0010D Water Valve Replacement 3"

0010E Water Valve Replacement 4"

0010F Water Line Tap: 1" Complete 5 Each

0010G Water Line Tap: 1 1/2" Complete

0010H Water Line Tap: 2" Complete 5 Each

0010I Water Line Tap: 3" Complete 5 Each

0010J Water Line Tap: 4" Complete 5 Each

0010K Sewer Line Tap: 2' - 5' in Depth

0010L Sewer Line Tap: 5.1' - 10' in

0010M Sewer Line Tap: 10.1' – 15’ in

0010N Manhole Installation: 1' - 4' in

2 Each

0010O Manhole Installation: 4.1' - 15' in Depth

0010P Four Inch Gravity Sewer:

Less than 4' in Depth

1000 LIN. FT.

0010Q Four Inch Gravity Sewer: 4' - 10' in Depth

0010R Four Inch Gravity Sewer:

10.1' - 15' in Depth

0010S Six Inch Gravity Sewer: Less than 4' in Depth

0010T Six Inch Gravity Sewer: 4' -

0010U Six Inch Gravity Sewer: 10.1'

- 15' in Depth

0010V Eight Inch Gravity Sewer:

Less than 4' in Depth

0010W Eight Inch Gravity Sewer: 4' -

0010X Eight Inch Gravity Sewer:

10.1' - 15' in Depth

0010Y Water Line Installation 1000 LIN. FT.

0010Z Pressure Sewer Force Main Installation

0010B Licensed Plumber 100 HR

0011 ROAD BORING

0011A Road Boring: with two (2)-inch dia. sleeve

50 LIN. FT.

0011B Road Boring: with three (3)-

0011C Road Boring: with four (4)-

0011D Road Boring: with six (6)-

0011E Road Boring: with eight (8)-

0012 CONCRETE

0012A Concrete Slab: 4" 100 SQ. FT.

0012B Concrete Slab: 6" 100 SQ. FT.

0012C Concrete Slab: 8" 100 SQ. FT.

0012D Concrete Slab: 10" 100 SQ. FT.

0012E Concrete Ditch 100 SQ. FT.

0012F Slabjacking 100 CU. YD.

0013 YARD HYDRANT

0013A Frost-Proof Yard Hydrant Replace

0013B Frost-Proof Yard Hydrant

BEACH SAND, FURNISH,

DELIVERY AND

0014A Dam West Beach 750 Ton

0014B Sullivan Beach 750 Ton

0014C Wilborn Creek Beach 500 Ton

0014D Lithia Springs Beach 500 Ton

0014E Coon Creek Beach 300 Ton

0014F Wolf Creek Beach 300 Ton

BEACH SAND

MAINTENANCE

0015A Dam West Beach 2 Each

0015B Sullivan Beach 2 Each

0015C Wilborn Creek Beach 2 Each

TOTAL BASE YEAR ____________________

0015D Lithia Springs Beach 2 Each

0015E Coon Creek Beach 2 Each

0015F Wolf Creek Beach 2 Each

0016 COURTESY DOCKS

COURTESY DOCK

REPAIRS

0016A Aluminum Welding Repair 100 HR

SEALANT AND

CAULKING

0017A Sealant Compound 100 LIN. FT.

0017B Caulking Compound 100 LIN. FT.

ELECTRICAL

PEDESTALS

0018A Electrical Pedestal Replacement

10 EA.

0018B Electrical Pedestal Installation 10 EA.

0018C Licensed Electrician 100 HR.

0019 EQUIPMENT

0019A Backhoe 100 HR.

0019B Skidsteer 100 HR.

0019C Dumptruck 100 HR.

OPTION

YEAR 1

ITEM NO. DESCRIPTION QUANTITY UOM UNIT PRICE AMOUNT

CLEARING,

GRUBBING and

DISPOSAL OF

1001A

Disposal of Debris:

Light

1001B

Disposal of Debris:

Heavy

AGGREGATE FURNISH,

DELIVER AND PLACEMENT

1002A Bedding Material 3” Stone

1002B Riprap RR 5 400 lb.

1002C Riprap RR 4 150 lb.

1002D Riprap RR 3(Gabion) 50 lb. Max.

AGGREGATE,CLAY FILL AND

TOPSOIL FURNISH, DELIVER

AND PLACEMENT

1003A CA - 6 3000 Ton

1003B CA – 16 1000 Ton

1003C CA - 7 1000 Ton

1003D Pea Gravel 1000 Ton

1003E Topsoil 1000 Ton

1003F Clay Fill Material 1000 Ton

SITE

IMPROVEMENTS

1004A

50CU. YD.

1004B

Disposal Building Structures

50CU YD

1004C

500SQ. FT.

1004D

Installation of Contractor Furnished Landscape Timbers, Treated Wood

750LIN. FT.

1004E Removal and Disposal of Landscape Timbers

750LIN. FT.

1004F of Coarse Aggregate

1000SQ. FT.

ESTABLISHMENT

OF TURF

1005A Establishment of Turf 5Acre

PLAYGROUND

IMPACT AREA

1006A Bark Chip Removal, and Disposal

4Each

1006B

10Each

1007A Less than 25" in Depth 1000LIN. FT.

1007B 25" - 48" in Depth 1000LIN. FT.

1008 CULVERTS

1008A

60LIN. FT.

1008B

1008C

1008D

1008E

1008F Culvert Installation:

12" diameter

1008G

18" diameter

1008H

24" diameter

1008I

30" diameter

1008J

36" diameter

AGGREGATES, FURNISH,

DELIVER, STOCKPILE

1009A

1000Ton

1009B Pea Gravel Stockpiled 1000Ton

1009C CA – 1, Stockpiled 1000Ton

1009D CA -6, Stockpiled 1000Ton

1009E CA-16 Stockpiled 1000Ton

1009F RR-4 RipRap

SEWER AND

WATER

1010A Water Valve Replacement: 1" Curb Stop Ball Valve

5Each

1010B

Replacement: 1 1/2"

1010C

Replacement 2"

1010D

Replacement 3"

1010E

Replacement 4"

1010F Water Line Tap: 1"

1010G

1010H Water Line Tap: 2"

1010I Water Line Tap: 3"

1010J Water Line Tap: 4"

1010K Sewer Line Tap: 2' - 5' in Depth

1010L Sewer Line Tap: 5.1' -

1010M Sewer Line Tap: 10.1' – 15’ in Depth

1010N Manhole Installation: 1'

- 4' in Depth

2Each

1010O Manhole Installation:

4.1' - 15' in Depth

2Each

1010P Four Inch Gravity Sewer: Less than 4' in

1000LIN. FT.

1010Q

Sewer: 4' - 10' in

1010R

Sewer: 10.1' - 15' in

1010S Six Inch Gravity Sewer: Less than 4' in

1010T

Sewer: 4' - 10' in

1010U

Sewer: 10.1' - 15' in

1010V Eight Inch Gravity Sewer: Less than 4' in

1010W

Sewer: 4' - 10' in

1010X

Sewer: 10.1' - 15' in

1010Y Water Line Installation 1000LIN. FT.

1010Z Pressure Sewer Force Main Installation

1010B Licensed Plumber 100 HR

1011 ROAD BORING

1011A Road Boring: with two (2)-inch dia. sleeve

50LIN. FT.

1011B Road Boring: with three (3)-inch dia.

sleeve

1011C Road Boring: with four (4)-inch dia. sleeve

1011D Road Boring: with six (6)-inch dia. sleeve

1011E eight (8)-inch dia.

1012 CONCRETE

1012A Concrete Slab: 4" 100SQ. FT.

1012B Concrete Slab: 6" 100SQ. FT.

1012C Concrete Slab: 8" 100SQ. FT.

1012D Concrete Slab: 10" 100SQ. FT.

1012E Concrete Ditch 100SQ. FT.

1012F Slabjacking 100CU. YD.

1013 YARD HYDRANT

1013A Frost-Proof Yard Hydrant Replace

1013B

Hydrant Installation

DELIVERY AND PLACEMENT

1014A Dam West Beach 750Ton

1014B Sullivan Beach 750Ton

1014C Wilborn Creek Beach 500Ton

1014D Lithia Springs Beach 500Ton

1014E Coon Creek Beach 300Ton

1014F Wolf Creek Beach 300Ton

1015A Dam West Beach 2Each

1015B Sullivan Beach 2Each

1015C Wilborn Creek Beach 2Each

1015D Lithia Springs Beach 2Each

1015E Coon Creek Beach 2Each

1015F Wolf Creek Beach 2Each

1016A Aluminum Welding Repair

100HR

1017A Sealant Compound 100LIN. FT.

1017B Caulking Compound 100LIN. FT.

1018A

Replacement

10EA.

1018B

10EA.

1018C Licensed Electrician 100HR.

1019 EQUIPMENT

1019A Backhoe 100HR.

1019B Skidsteer 100HR.

1019C Dumptruck 100HR.

TOTAL OPTION YEAR 1 _________________

YEAR 2

CLEARING,

GRUBBING and

DISPOSAL OF

2001A

Disposal of Debris:

Light

2001B

Disposal of Debris:

Heavy

STONE PROTECTION, FURNISH,

DELIVER AND PLACEMENT

2002A Bedding Material 3” Stone

2002B Riprap RR 5 400 lb.

2002C Riprap RR 4 150 lb.

2002D Riprap RR 3(Gabion) 50 lb. Max.

AGGREGATE,CLAY FILL AND

TOPSOIL FURNISH, DELIVER

AND PLACEMENT

2003A CA - 6 3000 Ton

2003B CA – 16 1000 Ton

2003C CA – 7 1000 Ton

2003D Pea Gravel 1000 Ton

2003E Topsoil 1000 Ton

2003F Clay Fill Material 1000 Ton

SITE

IMPROVEMENTS

2004A

50 CU. YD.

2004B

Disposal Building Structures

2004C

500 SQ. FT.

2004D

Installation of Contractor Furnished Landscape Timbers, Treated Wood

2004E of Landscape Timbers

2004F of Coarse Aggregate

ESTABLISHMENT

OF TURF

2005A Establishment of Turf 5 Acre

PLAYGROUND

IMPACT AREA

2006A Bark Chip Removal, and Disposal

4 Each

2006B

10 Each

2007A Less than 25" in Depth 1000 LIN. FT.

2007B 25" - 48" in Depth 1000 LIN. FT.

2008 CULVERTS

2008A

2008B

2008C

2008D

2008E

2008F

12" diameter

2008G

18" diameter

2008H

24" diameter

2008I

30" diameter

2008J

36" diameter

AGGREGATES, FURNISH,

2009A

2009B Pea Gravel Stockpiled 1000 Ton

2009C CA – 1, Stockpiled 1000 Ton

2009D CA -6, Stockpiled 1000 Ton

2009E CA-16 Stockpiled 1000 Ton

2009F RR-4 RipRap

SEWER AND

WATER

2010A

Replacement: 1" Curb

2010B

Replacement: 1 1/2"

2010C

Replacement 2" Square Nut Ball Valve

2010D

Replacement 3" Square

2010E

Replacement 4" Square

2010F Water Line Tap: 1"

2010G

2010H Water Line Tap: 2"

2010I Water Line Tap: 3"

2010J Water Line Tap: 4"

2010K Sewer Line Tap: 2' - 5'

2010L Sewer Line Tap: 5.1' -

2010M Sewer Line Tap: 10.1' – 15’ in Depth

2010N Manhole Installation: 1'

- 4' in Depth

2010O Manhole Installation:

4.1' - 15' in Depth

2010P

Sewer: Less than 4' in

2010Q

Sewer: 4' - 10' in Depth

2010R

Sewer: 10.1' - 15' in

2010S

Sewer: Less than 4' in

2010T

2010U

Sewer: 10.1' - 15' in

2010V

Sewer: Less than 4' in

2010W

2010X

Sewer: 10.1' - 15' in

2010Y Water Line Installation 1000 LIN. FT.

2010Z Pressure Sewer Force Main Installation

2010B Licensed Plumber 100 HR

2011 ROAD BORING

2011A Road Boring: with two (2)-inch dia. sleeve

2011B three (3)-inch dia.

2011C Road Boring: with four (4)-inch dia. sleeve

2011D Road Boring: with six (6)-inch dia. sleeve

2011E eight (8)-inch dia.

2012 CONCRETE

2012A Concrete Slab: 4" 100 SQ. FT.

2012B Concrete Slab: 6" 100 SQ. FT.

2012C Concrete Slab: 8" 100 SQ. FT.

2012D Concrete Slab: 10" 100 SQ. FT.

2012E Concrete Ditch 100 SQ. FT.

2012F Slabjacking 100 CU. YD.

2013 YARD HYDRANT

2013A

Hydrant Replace

2013B

Hydrant Installation

DELIVERY AND PLACEMENT

2014A Dam West Beach 750 Ton

2014B Sullivan Beach 750 Ton

2014C Wilborn Creek Beach 500 Ton

2014D Lithia Springs Beach 500 Ton

2014E Coon Creek Beach 300 Ton

2014F Wolf Creek Beach 300 Ton

2015A Dam West Beach 2 Each

2015B Sullivan Beach 2 Each

2015C Wilborn Creek Beach 2 Each

2015D Lithia Springs Beach 2 Each

2015E Coon Creek Beach 2 Each

2015F Wolf Creek Beach 2 Each

2016 COURTESY DOCKS

2016A Aluminum Welding Repair

100 HR

2017A Sealant Compound 100 LIN. FT.

2017B Caulking Compound 100 LIN. FT.

2018A

Replacement

10 EA.

2018B Electrical Pedestal

10 EA.

2018C Licensed Electrician 100 HR.

2019 EQUIPMENT

2019A Backhoe 100 HR.

2019B Skidsteer 100 HR.

2019C Dumptruck 100 HR.

TOTAL OPTION YEAR 2 ____________________

YEAR 3

CLEARING, GRUBBING and

DISPOSAL OF DEBRIS

3001A Clearing, Grubbing and Disposal of Debris: Light

3001B

Debris: Heavy

AGGREGATE FURNISH, DELIVER AND

3002A Bedding Material 3” Stone 1000 Ton

3002B Riprap RR 5 400 lb. Max. 1000 Ton

3002C Riprap RR 4 150 lb. Max 1000 Ton

3002D Riprap RR 3 (Gabion) 50 lb. Max. 1000 Ton

AGGREGATE, CLAY FILL AND TOPSOIL

FURNISH, DELIVER AND PLACEMENT

3003A CA - 6 3000 Ton

3003B CA – 16 1000 Ton

3003C CA – 7 1000 Ton

3003D Pea Gravel 1000 Ton

3003E Topsoil 1000 Ton

3003F Clay Fill Material 1000 Ton

3004 SITE IMPROVEMENTS

3004A Concrete Removal and Disposal 50 CU. YD.

3004B Concrete Removal and Disposal Building Structures

3004C Asphalt Removal and Disposal 500 SQ. FT.

3004D Installation of Contractor Furnished Landscape Timbers, Treated Wood

3004E Removal and Disposal of Landscape Timbers

3004F Removal and Disposal of Coarse Aggregate

3005 ESTABLISHMENT OF TURF

3005A Establishment of Turf 5 Acre

3006 PLAYGROUND IMPACT AREA

3006A Bark Chip Removal, and Disposal 4 Each

3006B Bark Chip Delivery and Placement 10 Each

3007 TRENCHING AND BACKFILLING

3007A Less than 25" in Depth 1000 LIN. FT.

3007B 25" - 48" in Depth 1000 LIN. FT.

3008 CULVERTS

3008A Culvert Removal: 12" diameter 60 LIN. FT.

3008B Culvert Removal: 18" diameter 60 LIN. FT.

3008C Culvert Removal: 24" diameter 60 LIN. FT.

3008D Culvert Removal: 30" diameter 60 LIN. FT.

3008E Culvert Removal: 36" diameter 60 LIN. FT.

3008F Culvert Installation: 12" diameter 60 LIN. FT.

3008G Culvert Installation: 18" diameter 60 LIN. FT.

3008H Culvert Installation: 24" diameter 60 LIN. FT.

3008I Culvert Installation: 30" diameter 60 LIN. FT.

3008J Culvert Installation: 36" diameter 60 LIN. FT.

FINE AND COARSE AGGREGATES, FURNISH,

3009A Sand (FA-2, Class A), Stockpiled 1000 Ton

3009B Pea Gravel Stockpiled 1000 Ton

3009C CA – 1, Stockpiled 1000 Ton ________________ ______________

3009D CA -6, Stockpiled 1000 Ton

3009E CA-16 Stockpiled 1000 Ton

3009F RR-4 RipRap Stockpiled 1000 Ton

3010 SEWER AND WATER

3010A Water Valve Replacement: 1" Curb

3010B Water Valve Replacement: 1 1/2" Curb

3010C Water Valve Replacement 2" Square

3010D Water Valve Replacement 3" Square

3010E Water Valve Replacement 4" Square

3010F Water Line Tap: 1" Complete 5 Each

3010G Water Line Tap: 1 1/2" Complete 5 Each

3010H Water Line Tap: 2" Complete 5 Each

3010I Water Line Tap: 3" Complete 5 Each

3010J Water Line Tap: 4" Complete 5 Each

3010K Sewer Line Tap: 2' - 5' in Depth 5 Each

3010L Sewer Line Tap: 5.1' - 10' in Depth 5 Each

3010M Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

3010N Manhole Installation: 1' - 4' in Depth 2 Each

3010O Manhole Installation: 4.1' - 15' in Depth 2 Each

3010P Four Inch Gravity Sewer: Less than 4'

3010Q Four Inch Gravity Sewer: 4' - 10' in

3010R Four Inch Gravity Sewer: 10.1' - 15' in

3010S Six Inch Gravity Sewer: Less than 4' in

3010T Six Inch Gravity Sewer: 4' - 10' in

3010U Six Inch Gravity Sewer: 10.1' - 15' in

3010V Eight Inch Gravity Sewer: Less than 4'

3010W Eight Inch Gravity Sewer: 4' - 10' in

3010X Eight Inch Gravity Sewer: 10.1' - 15' in

3010Y Water Line Installation 1000 LIN. FT.

3010Z Pressure Sewer Force Main Installation 1000 LIN. FT.

3010B Licensed Plumber 100 HR

3011 ROAD BORING

3011A Road Boring: with two (2)-inch dia.

3011B Road Boring: with three (3)-inch dia.

3011C Road Boring: with four (4)-inch dia .sleeve

3011D Road Boring: with six (6)-inch dia.

3011E Road Boring: with eight (8)-inch dia.

3012 CONCRETE

3012A Concrete Slab: 4" 100 SQ. FT.

3012B Concrete Slab: 6" 100 SQ. FT.

3012C Concrete Slab: 8" 100 SQ. FT.

3012D Concrete Slab: 10" 100 SQ. FT.

3012E Concrete Ditch 100 SQ. FT.

3012F Slabjacking 100 CU. YD.

3013 YARD HYDRANT

3013A Frost-Proof Yard Hydrant Replace 5 Each

3013B Frost-Proof Yard Hydrant Installation 5 Each

BEACH SAND, FURNISH, DELIVERY AND

3014A Dam West Beach 750 Ton

3014B Sullivan Beach 750 Ton

3014C Wilborn Creek Beach 500 Ton

3014D Lithia Springs Beach 500 Ton

3014E Coon Creek Beach 300 Ton

3014F Wolf Creek Beach 300 Ton

3015 BEACH SAND MAINTENANCE

3015A Dam West Beach 2 Each

3015B Sullivan Beach 2 Each

3015C Wilborn Creek Beach 2 Each

3015D Lithia Springs Beach 2 Each

3015E Coon Creek Beach 2 Each

3015F Wolf Creek Beach 2 Each

3016 COURTESY DOCKS

COURTESY DOCK REPAIRS

3016A Aluminum Welding Repair 100 HR

3017 SEALANT AND CAULKING

3017A Sealant Compound 100 LIN. FT.

3017B Caulking Compound 100 LIN. FT.

3018 ELECTRICAL PEDESTALS

3018A Electrical Pedestal Replacement 10 EA.

3018B Electrical Pedestal Installation 10 EA.

3018C Licensed Electrician 100 HR.

3019 EQUIPMENT

3019A Backhoe 100 HR.

3019B Skid Steer 100 HR.

3019C Dumptruck 100 HR.

TOTAL OPTION YEAR 3 ____________________

YEAR 4

CLEARING, GRUBBING and

DISPOSAL OF DEBRIS

4001A

Debris: Light

4001B

Debris: Heavy

AGGREGATE FURNISH, DELIVER AND

4002A Bedding Material 3” Stone 1000 Ton

4002B Riprap RR 5 400 lb. Max. 1000 Ton

4002C Riprap RR 4 150 lb. Max 1000 Ton

4002D Riprap RR 3 (Gabion) 50 lb. Max. 1000 Ton

AGGREGATE, CLAY FILL AND TOPSOIL

FURNISH, DELIVER AND PLACEMENT

4003A CA - 6 3000 Ton

4003B CA – 16 1000 Ton

4003C CA – 7 1000 Ton

4003D Pea Gravel 1000 Ton

4003E Topsoil 1000 Ton

4003F Clay Fill Material 1000 Ton

4004 SITE IMPROVEMENTS

4004A Concrete Removal and Disposal 50 CU. YD.

4004B Concrete Removal and Disposal Building Structures

4004C Asphalt Removal and Disposal 500 SQ. FT.

4004D Installation of Contractor Furnished Landscape Timbers, Treated Wood

4004E Removal and Disposal of Landscape Timbers

4004F Removal and Disposal of Coarse Aggregate

4005 ESTABLISHMENT OF TURF

4005A Establishment of Turf 5 Acre

4006 PLAYGROUND IMPACT AREA

4006A Bark Chip Removal, and Disposal 4 Each

4006B Bark Chip Delivery and Placement 10 Each

4007 TRENCHING AND BACKFILLING

4007A Less than 25" in Depth 1000 LIN. FT.

4007B 25" - 48" in Depth 1000 LIN. FT.

4008 CULVERTS

4008A Culvert Removal: 12" diameter 60 LIN. FT.

4008B Culvert Removal: 18" diameter 60 LIN. FT.

4008C Culvert Removal: 24" diameter 60 LIN. FT.

4008D Culvert Removal: 30" diameter 60 LIN. FT.

4008E Culvert Removal: 36" diameter 60 LIN. FT.

4008F Culvert Installation: 12" diameter 60 LIN. FT.

4008G Culvert Installation: 18" diameter 60 LIN. FT.

4008H Culvert Installation: 24" diameter 60 LIN. FT.

4008I Culvert Installation: 30" diameter 60 LIN. FT.

4008J Culvert Installation: 36" diameter 60 LIN. FT.

FINE AND COARSE AGGREGATES, FURNISH,

4009A Sand (FA-2, Class A), Stockpiled 1000 Ton

4009B Pea Gravel Stockpiled 1000 Ton

4009C CA – 1, Stockpiled 1000 Ton ________________ ______________

4009D CA -6, Stockpiled 1000 Ton

4009E CA-16 Stockpiled 1000 Ton

4009F RR-4 RipRap Stockpiled 1000 Ton

4010 SEWER AND WATER

4010A Water Valve Replacement: 1" Curb

4010B Water Valve Replacement: 1 1/2" Curb

4010C Water Valve Replacement 2" Square

4010D Water Valve Replacement 3" Square

4010E Water Valve Replacement 4" Square

4010F Water Line Tap: 1" Complete 5 Each

4010G Water Line Tap: 1 1/2" Complete 5 Each

4010H Water Line Tap: 2" Complete 5 Each

4010I Water Line Tap: 3" Complete 5 Each

4010J Water Line Tap: 4" Complete 5 Each

4010K Sewer Line Tap: 2' - 5' in Depth 5 Each

4010L Sewer Line Tap: 5.1' - 10' in Depth 5 Each

4010M Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

4010N Manhole Installation: 1' - 4' in Depth 2 Each

4010O Manhole Installation: 4.1' - 15' in Depth 2 Each

4010P Four Inch Gravity Sewer: Less than 4'

4010Q Four Inch Gravity Sewer: 4' - 10' in

4010R Four Inch Gravity Sewer: 10.1' - 15' in

4010S Six Inch Gravity Sewer: Less than 4' in

4010T Six Inch Gravity Sewer: 4' - 10' in

4010U Six Inch Gravity Sewer: 10.1' - 15' in

4010V Eight Inch Gravity Sewer: Less than 4'

4010W Eight Inch Gravity Sewer: 4' - 10' in

4010X Eight Inch Gravity Sewer: 10.1' - 15' in

4010Y Water Line Installation 1000 LIN. FT.

4010Z Pressure Sewer Force Main Installation 1000 LIN. FT.

4010B Licensed Plumber 100 HR

4011 ROAD BORING

4011A Road Boring: with two (2)-inch dia.

4011B Road Boring: with three (3)-inch dia.

4011C Road Boring: with four (4)-inch dia .sleeve

4011D Road Boring: with six (6)-inch dia.

4011E Road Boring: with eight (8)-inch dia.

4012 CONCRETE

4012A Concrete Slab: 4" 100 SQ. FT.

4012B Concrete Slab: 6" 100 SQ. FT.

4012C Concrete Slab: 8" 100 SQ. FT.

4012D Concrete Slab: 10" 100 SQ. FT.

4012E Concrete Ditch 100 SQ. FT.

4012F Slabjacking 100 CU. YD.

4013 YARD HYDRANT

4013A Frost-Proof Yard Hydrant Replace 5 Each

4013B Frost-Proof Yard Hydrant Installation 5 Each

BEACH SAND, FURNISH, DELIVERY AND

4014A Dam West Beach 750 Ton

4014B Sullivan Beach 750 Ton

4014C Wilborn Creek Beach 500 Ton

4014D Lithia Springs Beach 500 Ton

4014E Coon Creek Beach 300 Ton

4014F Wolf Creek Beach 300 Ton

4015 BEACH SAND MAINTENANCE

4015A Dam West Beach 2 Each

4015B Sullivan Beach 2 Each

4015C Wilborn Creek Beach 2 Each

4015D Lithia Springs Beach 2 Each

4015E Coon Creek Beach 2 Each

4015F Wolf Creek Beach 2 Each

4016 COURTESY DOCKS

COURTESY DOCK REPAIRS

4016A Aluminum Welding Repair 100 HR

4017 SEALANT AND CAULKING

4017A Sealant Compound 100 LIN. FT.

4017B Caulking Compound 100 LIN. FT.

4018 ELECTRICAL PEDESTALS

4018A Electrical Pedestal Replacement 10 EA.

4018B Electrical Pedestal Installation 10 EA.

4018C Licensed Electrician 100 HR.

4019 EQUIPMENT

4019A Backhoe 100 HR.

4019B Skid Steer 100 HR.

4019C Dumptruck 100 HR.

TOTAL OPTION YEAR 4 ____________________

GRAND TOTAL OF ALL 5 YEARS___________________

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

FACITILITES MAINTENANCE BASE YEAR -

FFP

CONSTRUCTION--- PROJECT NO.: 107139---Cumulative maximum $ 4,000,000.00 FOB: Destination

MILSTRIP: W81C8X72929468

PURCHASE REQUEST NUMBER: W81C8X72929468

NET AMT

1001 1 Job

OPTION FACILITIES MAINTENANCE -OPT YEAR 1

FFP

CONSTRUCTION - AT LAKE SHELBYVILLE--Cumulative maximum $ 4,000,000.00 FOB: Destination

2001 1 Job

OPTION FACILITIES MAINTENANCE -OPT YEAR 2

FFP

CONSTRUCTION - AT LAKE SHELBYVILLE--Cumulative maximum $

3001 1 Job

OPTION FACILITIES MAINTENANCE -OPT YEAR 3

FFP

CONSTRUCTION - AT LAKE SHELBYVILLE -Cumulative maximum $

4001 1 Job

OPTION FACILITIES MAINTENANCE -OPT YEAR 4

FFP

CONSTRUCTION - AT LAKE SHELBYVILLE--Cumulative maximum $

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 01-FEB-2018 TO

31-JAN-2019

N/A LAKE SHELBYVILLE PROJECT OFC

ANNA E. HICKMAN

US ARMY ENGR DIST ST LOUIS

1989 STATE HIGHWAY 16

SHELBYVILLE IL 62565-4631

217-774-3867 X 7007

965116

1001 POP 01-FEB-2019 TO

31-JAN-2020

N/A (SAME AS PREVIOUS LOCATION)

2001 POP 01-FEB-2020 TO

31-JAN-2021

N/A (SAME AS PREVIOUS LOCATION)

3001 POP 01-FEB-2021 TO

31-JAN-2022

N/A (SAME AS PREVIOUS LOCATION)

4001 POP 01-FEB-2022 TO

31-JAN-2023

N/A (SAME AS PREVIOUS LOCATION)

Section 00 21 13 - Instructions to Bidders

QUESTIONS

QUESTIONS AND ANSWERS:

All questions written regarding this Solicitation, should be emailed to Virginia Bjornson, Contract Specialist at virginia.e.bjornson@usace.army.mil , or Archie C. Ringgenberg, Contracting Officer at archie.c.ringgenberg@usace.army.mil.

CLAUSES INCORPORATED BY FULL TEXT

REQUIRED INSURANCE

(a) As required by the Contract Clause entitled "Insurance—Work on a Government Installation", the Contractor shall furnish to the Contracting Officer, prior to the commencement of work, a certificate or written statement as evidence of the minimum insurance listed below. The Contractor shall procure and maintain such types and amounts of insurance during the entire period of his performance under this contract. The Contractor shall assure that the certificate or written statement is in accordance with required wording indicated in paragraph b of the aforementioned Contract Clause.

(1) Workmen's Compensation – Amounts required by applicable jurisdictional statutes.

(2) Employer's Liability Insurance – $100,000.00

(3) Comprehensive General Liability Insurance – (No property damage liability insurance is required.)

Bodily Injury — $500,000 per occurrence

(4) Comprehensive Automobile Insurance –

Bodily Injury — $200,000 each person $500,000 each accident Property Damage — $ 20,000 each accident

(b) Certificates of insurance should be submitted to the following address:

Department of the Army St. Louis District, Corps of Engineers

ATTN: CEMVS -CT-Y

1222 Spruce Street St. Louis Mo 63103-2833

(End of clause)

52.204-6 UNIQUE ENTITY IDENTIFIER (OCT 2016)

(a) Definitions. As used in this provision--

Electronic Funds Transfer (EFT) indicator means a four-character suffix to the unique entity identifier. The suffix is assigned at the discretion of the commercial, nonprofit, or Government entity to establish additional System for Award Management records for identifying alternative EFT accounts (see subpart 32.11) for the same entity.

Unique entity identifier means a number or other identifier used to identify a specific commercial, nonprofit, or Government entity. See www.sam.gov for the designated entity for establishing unique entity identifiers.

(b) The Offeror shall enter, in the block with its name and address on the cover page of its offer, the annotation ``Unique Entity Identifier'' followed by the unique entity identifier that identifies the Offeror's name and address exactly as stated in the offer. The Offeror also shall enter its EFT indicator, if applicable.

(c) If the Offeror does not have a unique entity identifier, it should contact the entity designated at www.sam.gov for establishment of the unique entity identifier directly to obtain one. The Offeror should be prepared to provide the following information:

(1) Company legal business name.

(2) Tradestyle, doing business, or other name by which your entity is commonly recognized.

(3) Company physical street address, city, state and Zip Code.

(4) Company mailing address, city, state and Zip Code (if separate from physical).

(5) Company telephone number.

(6) Date the company was started.

(7) Number of employees at your location.

(8) Chief executive officer/key manager.

(9) Line of business (industry).

(10) Company headquarters name and address (reporting relationship within your entity).

(End of provision)

52.214-3 AMENDMENTS TO INVITATIONS FOR BIDS (DEC 2016)

(a) If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.

(b) (1) Bidders shall acknowledge receipt of any amendment to this solicitation--

(i) By signing and returning the amendment;

(ii) By identifying the amendment number and date in space provided for this purpose on the form for submitting a bid;

(iii) By letter;

(iv) By facsimile, if facsimile bids are authorized in the solicitation; or

(v) By email, if email bids are authorized in the solicitation.

(2) The Government must receive the acknowledgement by the time and at the place specified for receipt of bids.

52.214-4 FALSE STATEMENTS IN BIDS (APR 1984)

Bidders must provide full, accurate, and complete information as required by this solicitation and its attachments.

The penalty for making false statements in bids is prescribed in 18 U.S.C. 1001.

52.214-5 SUBMISSION OF BIDS (DEC 2016)

(a) Bids and bid modifications shall be submitted in sealed envelopes or packages (unless submitted by electronic means) (1) addressed to the office specified in the solicitation, and (2) showing the time and date specified for receipt, the solicitation number, and the name and address of the bidder.

(b) Bidders using commercial carrier services shall ensure that the bid is addressed and marked on the outermost envelope or wrapper as prescribed in subparagraphs (a)(1) and (2) of this provision when delivered to the office specified in the solicitation.

(c) Facsimile bids, modifications, or withdrawals, will not be considered unless authorized by the solicitation.

(d) Bids submitted by electronic commerce shall be considered only if the electronic commerce method was specifically stipulated or permitted by the solicitation.

52.214-6 EXPLANATION TO PROSPECTIVE BIDDERS (APR 1984)

Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing soon enough to allow a reply to reach all prospective bidders before the submission of their bids. Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders as an amendment to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders.

52.214-7 LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS (NOV 1999)

(a) Bidders are responsible for submitting bids, and any modifications or withdrawals, so as to reach the Government office designated in the invitation for bids (IFB) by the time specified in the IFB. If no time is specified in the IFB, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that bids are due.

(b)(1) Any bid, modification, or withdrawal received at the Government office designated in the IFB after the exact time specified for receipt of bids is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late bid would not unduly delay the acquisition; and--

(i) If it was transmitted through an electronic commerce method authorized by the IFB, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of bids; or

(ii) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of bids and was under the Government's control prior to the time set for receipt of bids.

(2) However, a late modification of an otherwise successful bid that makes its terms more favorable to the Government, will be considered at any time it is received and may be accepted.

(c) Acceptable evidence to establish the time of receipt at the Government installation includes the time/date stamp of that installation on the bid wrapper, other documentary evidence of receipt maintained by the installation, or oral testimony or statements of Government personnel.

(d) If an emergency or unanticipated event interrupts normal Government processes so that bids cannot be received at the Government office designated for receipt of bids by the exact time specified in the IFB and urgent Government requirements preclude amendment of the IFB, the time specified for receipt of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume.

(e) Bids may be withdrawn by written notice received at any time before the exact time set for receipt of bids. If the IFB authorizes facsimile bids, bids may be withdrawn via facsimile received at any time before the exact time set for receipt of bids, subject to the conditions specified in the provision at 52.214-31, Facsimile Bids. A bid may be withdrawn in person by a bidder or its authorized representative if, before the exact time set for receipt of bids, the identity of the person requesting withdrawal is established and the person signs a receipt for the bid.

52.214-12 PREPARATION OF BIDS (APR 1984)

(a) Bidders are expected to examine the drawings, specifications, Schedule, and all instructions. Failure to do so will be at the bidder's risk.

(b) Each bidder shall furnish the information required by the solicitation. The bidder shall sign the bid and print or type its name on the Schedule and each continuation sheet on which it makes an entry. Erasures or other changes must be initialed by the person signing the bid. Bids signed by an agent shall be accompanied by evidence of that agent's authority, unless that evidence has been previously furnished to the issuing office.

(c) For each item offered, bidders shall (1) show the unit price, including, unless otherwise specified, packaging, packing, and preservation and (2) enter the extended price for the quantity of each item offered in the "Amount" column of the Schedule. In case of discrepancy between a unit price and an extended price, the unit price will be presumed to be correct, subject, however, to correction to the same extent and in the same manner as any other mistake.

(d) Bids for supplies or services other than those specified will not be considered unless authorized by the solicitation.

(e) Bidders must state a definite time for delivery of supplies or for performance of services, unless otherwise specified in the solicitation.

(f) Time, if stated as a number of days, will include Saturdays, Sundays, and holidays.

652.214-15 PERIOD FOR ACCEPTANCE OF BIDS (APR 1984)

In compliance with the solicitation, the bidder agrees, if this bid is accepted within 60 calendar days (60 calendar days unless a different period is inserted by the bidder) from the date specified in the solicitation for receipt of bids, to furnish any or all items upon which prices are bid at the price set opposite each item, delivered at the designated point(s), within the time specified in the Schedule.

52.214-18 PREPARATION OF BIDS--CONSTRUCTION (APR 1984)

(a) Bids must be (1) submitted on the forms furnished by the Government or on copies of those forms, and (2) manually signed. The person signing a bid must initial each erasure or change appearing on any bid form.

(b) The bid form may require bidders to submit bid prices for one or more items on various bases, including--

(1) Lump sum bidding;

(2) Alternate prices;

(3) Units of construction; or

(4) Any combination of subparagraphs (1) through (3) above.

(c) If the solicitation requires bidding on all items, failure to do so will disqualify the bid. If bidding on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted.

(d) Alternate bids will not be considered unless this solicitation authorizes their submission.

52.214-19 CONTRACT AWARD--SEALED BIDDING--CONSTRUCTION (AUG 1996)

(a) The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bidder whose bid, conforming to the solicitation, will be most advantageous to the Government, considering only price and the price-related factors specified elsewhere in the solicitation.

(b) The Government may reject any or all bids, and waive informalities or minor irregularities in bids received.

(c) The Government may accept any item or combination of items, unless doing so is precluded by a restrictive limitation in the solicitation or the bid.

(d) The Government may reject a bid as nonresponsive if the prices bid are materially unbalanced between line items or subline items. A bid is materially unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated in relation to cost for other work, and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low evaluated bid, or if it is so unbalanced as to be tantamount to allowing an advance payment.

(End of provison)

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a FIRM-FIXED-PRICE, INDEFINITIE QUANTITY INDEFINITE DELIVERY (IDIQ) contract resulting from this solicitation.

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

4.0 6.9

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is LAKE

SHELBYVILLE, SHELBYVILLE, IL

52.222-38 COMPLIANCE WITH VETERANS' EMPLOYMENT REPORTING REQUIREMENTS (FEB 2016)

By submission of its offer, the offeror represents that, if it is subject to the reporting requirements of 38 U.S.C.

4212(d) (i.e., if it has any contract containing Federal Acquisition Regulation clause 52.222-37, Employment Reports on Veterans), it has filed the most recent VETS-4212 Report required by that clause.

52.228-5 INSURANCE--WORK ON A GOVERNMENT INSTALLATION (JAN 1997)

(a) The Contractor shall, at its own expense, provide and maintain during the entire performance of this contract, at least the kinds and minimum amounts of insurance required in the Schedule or elsewhere in the contract.

(b) Before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe, or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

(c) The Contractor shall insert the substance of this clause, including this paragraph (c), in subcontracts under this contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the contract. The Contractor shall maintain a copy of all subcontractors' proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

52.228-15 PERFORMANCE AND PAYMENT BONDS--CONSTRUCTION (OCT 2010)

(a) Definitions. As used in this clause--

Original contract price means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is $150,000 or less, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (Standard Form 25-A). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection. (i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the U.S. Department of the Treasury, Financial Management Service, Surety Bond Branch, 3700 East West Highway, Room 6F01, Hyattsville, MD 20782. Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

52.233-2 SERVICE OF PROTEST (SEP 2006)

Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Department of the Army St. Louis District, Corps of Engineers

ATTN: CEMVS-CT-Y

1222 Spruce Street St. Louis Mo 63103-2833

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-7 PERMITS AND RESPONSIBILITIES (NOV 1991)

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits is scheduled on: 18 January 2018 at 9:00 A.M. at he Visitor Center is located at: 1989 State Highway 16 Shelbyville, IL. 62565

Name: Mr. Justin Elmore Address: Same as Above Telephone: 217-774-3951 Ext 7015…